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王巨涛等:结构加速度频响函数模型修正的Kriging方法 ·1093· 14]Hu J L,Yan Q S,Zheng H B,et al.CFST arch/continuous structural dynamic models-results of a benchmark study utilising beam bridge FEM model updating based on Kriging model.Vib the garteur SM-AG19 test-bed.Mech Syst Signal Process,2003, Shock,2014,33(14):33 17(1):9 (胡俊亮,颜全胜,郑恒斌,等.基于Kriging模型的钢管混 [17]Garcia-Palencia A J,Santini-Bell E.A two-step model updating 凝土连续梁拱桥有限元模型修正.振动与冲击,2014,33 algorithm for parameter identification of linear elastic damped (14):33) structures.Comput-ided Civil Infrastructure Eng,2013,28 [15]Koch P N.Wujek B,Golovidoy O,et al.Facilitating probabilis- (7):509 tic multidisciplinary design optimization using Kriging approxima- [18]Wei J H,Ren W X.FE model updating based on adaptive re- tion models /9th AlAA/ISSMO Symposium on Multidisciplinary sponse surface method.J Vib Shock,2012,32(8):114 Analysis and Optimization.Atlanta,2002 (魏锦辉,任伟新.结构有限元模型修正的自适应响应面方 [6]Link M,Friswell M.Working Group 1:generation of validated 法.振动与冲击,2012,32(8):114)王巨涛等: 结构加速度频响函数模型修正的 Kriging 方法 [14] Hu J L,Yan Q S,Zheng H B,et al. CFST arch /continuous beam bridge FEM model updating based on Kriging model. J Vib Shock,2014,33( 14) : 33 ( 胡俊亮,颜全胜,郑恒斌,等. 基于 Kriging 模型的钢管混 凝土连续梁拱桥有限元模型修正. 振动与冲击,2014,33 ( 14) : 33) [15] Koch P N,Wujek B,Golovidov O,et al. Facilitating probabilis￾tic multidisciplinary design optimization using Kriging approxima￾tion models / / 9th AIAA / ISSMO Symposium on Multidisciplinary Analysis and Optimization. Atlanta,2002 [16] Link M,Friswell M. Working Group 1: generation of validated structural dynamic models-results of a benchmark study utilising the garteur SM--AG19 test-bed. Mech Syst Signal Process,2003, 17( 1) : 9 [17] García-Palencia A J,Santini-Bell E. A two-step model updating algorithm for parameter identification of linear elastic damped structures. Comput-Aided Civil Infrastructure Eng,2013,28 ( 7) : 509 [18] Wei J H,Ren W X. FE model updating based on adaptive re￾sponse surface method. J Vib Shock,2012,32( 8) : 114 ( 魏锦辉,任伟新. 结构有限元模型修正的自适应响应面方 法. 振动与冲击,2012,32( 8) : 114) · 3901 ·
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